Bauer, K. M., & Harwood, D. W. (2014). Safety effects of horizontal curve and grade combinations on rural two-lane highways (Report No. FHWA-HRT-13-077). United States. Federal Highway Administration. Office of Safety Research and Development. https://rosap.ntl.bts.gov/view/dot/35716
Bauer, Karin M. and Douglas W. Harwood. Safety effects of horizontal curve and grade combinations on rural two-lane highways. Report no. FHWA-HRT-13-077. United States. Federal Highway Administration. Office of Safety Research and Development, 2014. https://rosap.ntl.bts.gov/view/dot/35716.
Bauer, Karin M., and Douglas W. Harwood Safety effects of horizontal curve and grade combinations on rural two-lane highways. United States. Federal Highway Administration. Office of Safety Research and Development, 2014, Report no. FHWA-HRT-13-077, ROSA P. https://rosap.ntl.bts.gov/view/dot/35716.
This report summarizes the results of research undertaken to quantify the safety effects of five types of horizontal and vertical alignment combinations for rural two-lane highways. The research is based on Federal Highway Administration Highway Safety Information System data for Washington State, including crash records from 2003 to
;
2008. The outcome is a set of safety prediction models for fatal and injury and property damage only crashes. To present the results in a form suitable for incorporation in the American Association of State Highway and Transportation Officials Highway Safety Manual, crash modification factors representing safety performance relative to level tangents were developed from these models for each of the five combinations of horizontal and vertical
;
alignment—horizontal curves and tangents on straight grades, horizontal curves and tangents at type 1 crest vertical curves, horizontal curves and tangents at type 1 sag vertical curves, horizontal curves and tangents at type 2 crest vertical curves, and horizontal curves and tangents at type 2 sag vertical curves.
This spreadsheet tool calculates crash modification factors (CMFs) for the combined effect of curves and grades. CMFs are calculated for fatal and inj
...
United States. Department of Transportation. Federal Highway Administration. Turner-Fairbank Highway Research Center
Bauer, K. M., & Harwood, D. W. (2014). Safety effects of horizontal curve and grade combinations on rural two-lane highways (Report No. FHWA-HRT-13-077). United States. Federal Highway Administration. Office of Safety Research and Development. https://rosap.ntl.bts.gov/view/dot/35716
Bauer, Karin M. and Douglas W. Harwood. Safety effects of horizontal curve and grade combinations on rural two-lane highways. Report no. FHWA-HRT-13-077. United States. Federal Highway Administration. Office of Safety Research and Development, 2014. https://rosap.ntl.bts.gov/view/dot/35716.
Bauer, Karin M., and Douglas W. Harwood Safety effects of horizontal curve and grade combinations on rural two-lane highways. United States. Federal Highway Administration. Office of Safety Research and Development, 2014, Report no. FHWA-HRT-13-077, ROSA P. https://rosap.ntl.bts.gov/view/dot/35716.
ROSA P serves as an archival repository of USDOT-published products including scientific
findings, journal articles, guidelines, recommendations, or other information authored or co-authored by
USDOT or funded partners. As a repository, ROSA P retains documents in their original published format to
ensure public access to scientific information.
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